American Association of State Highway and Transportation Officials

Special Committee on Research and Innovation

 

FY2023 NCHRP PROBLEM STATEMENT TEMPLATE

 

Problem Number:  2023-C-01

 

Problem Title: Determining Context-Driven Optimal Spacing between Marked Crosswalks

 

Background

There were 6,205 pedestrian fatalities in the U.S. in 2019, down slightly from 2018, but still up 51% from 2009 (NHTSA, 2020). Pedestrian fatalities are projected to account for 17% of all traffic fatalities in 2019. Most pedestrian fatalities take place on local roads and away from intersections, highlighting a critical need for safe crossings. A key question, informed by the desire for persons walking or rolling to take the shortest path from their origin to their destination, is how often to provide safe crossings. Absent a suitable crossing opportunity, pedestrians may cross at locations where they are more at risk of injury. Increasing crossing opportunities for pedestrians can help improve pedestrian safety by attracting pedestrians to crossings that have been appropriately designed. Different contexts and demographic information also give rise to varying levels of walking trips, crossing needs and risk. Prior research found that 25% of the pedestrians stated that they will travel 550 feet and 50% stated that they will travel 200 feet out of their way to access a marked crosswalk (NPTS, 1995). The quality of the crossing (unmarked vs. marked vs. enhanced), type and number of destinations, number of lanes, and traffic speed all likely play role in the expected diversion distance. Research is needed to fulfill this fundamental knowledge gap.

 

Literature Search Summary

Pedestrians interact with the environment at a ground level and have frequent demand for accessing destinations (NACTO). According to the Manual on Uniform Traffic Control Devices (MUTCD), crosswalk markings provide guidance for pedestrians who are crossing roadways by clearly defining and delineating paths for them to cross at controlled intersections. They are also used to alert road users of potential crossing pedestrians at uncontrolled locations. The MUTCD, however, does not provide guidance on the spacing between crosswalks except to suggest that an engineering study be conducted before a marked crosswalk is installed at an uncontrolled location (Section 3B.18). An important consideration to note is that providing marked crosswalks alone may not be sufficient to improve pedestrian safety, especially on multilane roadways with high traffic volumes, and enhancements are necessary at these locations (Zegeer et al., 2002). According to NACTO guidance, pedestrian crossings should be located based on current or projected pedestrian desire lines, the pedestrian network, and the built environment. NACTO recommends providing pedestrian crossings every 80-100 meters (262-328 feet) in urban environments and states that if it takes a person more than three minutes (630 feet assuming pedestrian speed of 3.5 feet/second) to walk to a pedestrian crossing, then they may cross along a more direct and unprotected route. Other agencies have adopted a minimum spacing distance which ranges from 200-600 feet between crosswalks.

The City of Portland, New York State DOT, and Oregon DOT are a few of the agencies that provide guidance on spacing based on land use context. The City of Portland’s guidelines suggest a desired spacing of 530 feet inside pedestrian districts, 800 feet outside of pedestrian districts, and within 100 feet of all transit stops (Ped PDX Plan). NYSDOT recommends a spacing of 100-150 meters (328-492 feet) in central business districts based on density, and not to exceed 0.4 kilometers (1,312 feet) in urban or suburban residential/retail areas based on density or land use, and as needed in low-density rural centers and seasonal use areas (NYSDOT Highway Design Manual, 2017). The Oregon DOT recommends placing crossings between 250-550 feet within CBD’s and urban mix contexts, between 500-1000 feet along residential and commercial corridors, between 750-1,500 feet in suburban areas and between 250-750 feet in rural areas (ODOT, 2020). In addition to spacing, the quality of the crosswalk and the crossing experience is also critical to pedestrians’ perception of safety and comfort, and is likely associated with diversion distance. There is a critical need to conduct research to develop pedestrian crossing spacing guidance based on factors such as land use, pedestrian and vehicle volumes, density, facility type, speed limit, and road geometry.

 

Research Objective

The objective of this research is to take a holistic look at pedestrians’ crossing experience to provide guidance for agencies on optimal pedestrian crossing spacing under a variety of contexts. The goal is to determine how far pedestrians are willing to divert to a higher-quality crossing to improve their crossing experience under various contexts in order to develop spacing guidance between crosswalks, while considering various factors such as land use, demographics, transit stops, facility type, speed limit, geometry, and vehicle and pedestrian volumes. The research should consider the effectiveness and the quality of the crossing under different contexts.

This research should include the following tasks:

1.    Review of the literature and agency manuals to understand the current pedestrian crosswalk provision guidance, including current minimum and maximum spacing guidance for marked crosswalks. The review should also include factors affecting crosswalk compliance and safety.

2.    Conduct a state-of-practice survey and targeted follow up interviews to explore the factors agencies use to determine the type of crossing and spacing between marked crosswalks. The objective of this task is to determine how the existing guidance was developed, decision variables (e.g., type of crosswalk, spacing, location, demographics, land use, sight distance and visibility of nearby crosswalks, lighting, geometry, vehicle speeds, volumes, number of travel lanes, gaps in traffic, vehicle mix) and if any research was conducted to develop the guidelines.

3.    Collect data on the maximum distance pedestrians are willing to deviate from their path to access a higher-quality crosswalk and explore how the distance varies by context. This data may be observational or simulated, or a combination.

4.    Develop a guidebook to reflect guidance on the provision of optimal pedestrian crossings, including type and minimum and maximum spacing based on context, demographics, safety, and compliance.

 

Urgency and Potential Benefits

This research has the potential to improve pedestrian safety and comfort by providing guidance on the quality of crossing and spacing between crossings across a variety of contexts. Additional benefits include improved transit access and permeability of arterials or similar roads, which can support walking and bicycling on neighborhood streets. Agencies can use this guidance to provide additional crossing opportunities that improve pedestrian safety.

 

Implementation Considerations and Supporters

The results of this research will be used by agency designers to design new crossings, which will increase legal crossing opportunities for pedestrians, thereby potentially reducing their risky behaviors.

 

Recommended Research Funding and Research Period

$500,000

36 months

 

Problem Statement Author(s)

Sirisha Kothuri, Portland State University

Chris Monsere, Portland State University

Jeremy Chrzan, Toole Design Group

AASHTO Council on Active Transportation

 

Potential Panel Members

 

Persons Submitting the Problem Statement

Toks Omishakin, Caltrans Director, and Chair of the Council on Active Transportation

 

References

FHWA (2009). Manual of Uniform Traffic Control Devices (MUTCD).

NACTO (2013). Urban Street Design Guide. https://nacto.org/publication/urban-street-design-guide/intersection-design-elements/crosswalks-and-crossings/

FHWA (1995). Nationwide Personal Transportation Survey.

New York State DOT (2017). Highway Design Manual, Pedestrian Facility Design. Ion

NHTSA (2020). Traffic Safety Facts 2019. Research Note https://crashstats.nhtsa.dot.gov/Api/Public/ViewPublication/813060

Oregon Department of Transportation (2020). Blueprint for Urban Design. https://www.oregon.gov/ODOT/Engineering/Documents_RoadwayEng/Blueprint-for-Urban-Design_v1.pdf

Portland Bureau of Transportation (2019). PedPDX. https://www.portlandoregon.gov/transportation/78224

Zegeer, C., Stewart, R., Huang, H., Lagerway, P., Feaganes, J., and Campbell, B.J. (2002). Safety Effects of Marked versus Unmarked Crosswalks at Uncontrolled Locations. FHWA-HRT-04-100 https://www.fhwa.dot.gov/publications/research/safety/04100/04100.pdf